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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC A WARD PLOT NO 96 2 T P SCHEME NO 2 SIDDHI APARTMENTS DUDHALI KOLHAPUR 416 012 MAHARASHTRA | KOLHAPUR | MAHARASHTRA | 416012 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹29.4 L+₹1.5 L (5.51%)Rejected-AOC MHN 284 DRIVER HILL VASCO DA GAMA GOA 403 802 | SOUTH GOA | GOA | 403802 | L2 | Rejected-AOC Rejected | |
| 3 | L3₹33.2 L+₹5.3 L (19.1%)Rejected-AOC SHOP NO 48 HOSANNA LAXMI VENKETESWARA LAYOUT 2ND CROSS MARAGONDANAHALLI K R PURAM POST BANGALORE 560036 | BENGALURU URBAN | KARNATAKA | 560036 | L3 | Rejected-AOC Rejected | |
| 4 | L4₹37.0 L+₹9.1 L (32.8%)Rejected-AOC FLAT NO 4 VIRGINIA CO OP HOUSING SOCIETY AIR PORT ROAD CHICALIM VASCO DA GAMA GOA 403 711 | SOUTH GOA | GOA | 403711 | L4 | Rejected-AOC Rejected | |
| 5 | L5₹37.7 L+₹9.8 L (35.1%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
₹34.0 L
EMD Value
₹68,500
Closing Date
15 Jun 2024, 6:00 pmClosed
GE Gomantak
GE Gomantak Vasco Da Gama Pin 403802
Landscaping of area with interlocking tiles at security watch tower No 01 02 03 and 04 at 2W Det Goa under GE Gomantak
2024_MES_655764_1
8628/E8
Open Tender
Support/Maintenance Service
Item Rate
180 days
VASCO DA GAMA
As per tender documents
8 documents required · 8 mandatory
₹500
GE Gomantak
₹68,500
Yes
2 Sept 2024
24 May 2024
17 Jun 2024
24 May 2024
15 Jun 2024
8 Jun 2024
Amount
M&L Hardcore broken stone or boulders of gauge exc. 63 mm but n exc 100mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to true surface including dressing/ cutting and levelling of existing ground and removing of shrubs/roots et.c before laying of hardcore complete all as specified
Material & Labour for 100 mm thick PCC type D-2, 1:4:8 (using 40 mm graded aggregate), as in sub base of floor complete all as specified and directed.
Sand cushning bedding layer of 50 mm thick spread, levelled, compacted for laying of interlocking tiles complete all as specified and directed.
M&L for Cement concrete type B- 1, 1:2:4 (20mm graded aggregate) for coping or chamfered on edges complete all as specified and directed .
M&L for coloured Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment complete all as specified and directed.
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/disintegrated rock complete all as specified and as directed
M&L for Cement concrete (1:4:8) type D2 using 40mm graded stone aggregate as in foundations, filling and mass concrete all as specified and as directed.
M & L Precast cement concrete block masonry grade C-1(1:3:6 using 20mm graded stone aggregate) with solid blocks exc 10cm in width and setting in cement mortar 1:6 complete all as specified & directed.
M & L 15 mm thick rendering on fair faces of concrete in CM 1:6 finish the surface even & smooth without using extra cement complete all as specified and directed.
M&L for applying three coats of white wash on new wall surface including preparation of surface complete all as specified and directed.
Returning filling in excavated soil/soft/disintegrated rocks including spreading levelling watering and well ramming in layers n.exc. 25 cm complete all as specified and directed..
Removing excavated materials (soft/dis-integrated rocks) to a distance n.exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed
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